基于地面试验的植被覆盖率估算模型及其影响因素研究

以植被覆盖率的遥感反演为研究主线,以玉米作物为例,在基于地面试验获得作物光谱、叶面积指数和多角度覆盖率的基础上,对目前普遍采用的两种基于植被指数的植被覆盖率估算模型进行了精度比较,同时对植被覆盖率反演的影响因子(叶面积指数、植被空间分布和观测角度)进行了分析.由此得到:估算植被覆盖率的最优植被指数为归一化植被指数;叶面积指数对植被指数与植被覆盖率间关系的影响随植被的生长不断增大;植被空间分布对垂直覆盖率的估算影响很小.对于多角度覆盖率有这样的规律,即在4种空间分布下,以0°观测天顶角(VZA)为中心,在相反方位角上随VZA的增加,覆盖率值基本呈对称分布;在玉米刚出苗时,覆盖率随VZA的增加而增加,当VZA=0°时达到最小值,而随着玉米的进一步生长,4种分布条件下覆盖率随VZA的增加反而降低,在VZA=0°时达到最大值.     

烃源岩—流体相互作用模拟实验研究

为了探讨烃源岩与孔隙流体之间相互作用过程和机理以及有机酸的生成及其影响因素,我们开展了烃源岩-流体相互作用模拟实验研究。实验结果表明：Ⅱ型干酪根形成有机酸的能力大于Ⅰ型干酪根,水的矿化度对有机酸的形成影响甚微,随着温度升高,流体中有机酸的含量也随之增大。pH值对有机酸形成的影响非常明显,中性和碱性条件更有利于生成有机酸。其中乙酸的形成有利于碳酸盐矿物的溶解,而草酸的形成不利于碳酸盐的溶解。温度对烃源岩的影响与烃源岩的矿物组成有很大的关系,对于富碳酸盐烃源岩,Ca、Mg、Na三元素在水中的溶解量,与温度呈反相关的关系,对于贫碳酸盐烃源岩,与反应温度之间则呈现出正相关的关系。而无论碳酸盐含量高低,Si在溶液中的含量都会随着温度的升高而增大。酸性溶液对烃源岩的溶解能力最强,无论原始反应溶液的酸碱性,反应结果都最终趋于弱碱性。流体的含盐量对烃源岩中Mg的溶解影响差异较大,低盐度的流体有利于Mg溶解。     

我国应建立测绘监理制度

测绘监理是依据测绘行政法规和技术标准 ,综合运用法律、经济、行政、技术标准和有关政策 ,为确保测绘行为的合法性和科学性对测绘项目所进行的全过程有效监控。建立一套符合中国国情的测绘工程监理制度 ,对我国的测绘行政管理具有十分重要的意义     

石香肠构造研究综述

石香肠构造是一种传统的线状构造,由于其在区域构造应力场方面的研究意义及其所包含的流变学信息和控矿意义等一直吸引着研究者的关注.简述了近几十年来石香肠构造在形态学研究上的进展,分析了其在理论研究上的成果,概括了其在应用研究方面的现状,并对当前及今后石香肠构造的研究方向提出了建议.     

FY-1C可见光通道衰减分析及订正试验

利用FY-1C连续两年的遥感资料,以敦煌辐射校正场为分析区,系统分析了FY-1C可见光、近红外通道的衰减特征,开展了通道衰减订正试验。分析结果表明,FY-1C除可见光通道1衰减强烈外,其它各可见光、近红外通道衰减性能稳定。利用统计分析法,可以建立定标系数衰减订正量随时间的变化关系。订正后的定标系数与2000年辐射校正场外定标实验结果一致性很好。更新后的定标系数可以有效克服通道衰减带来的通道反射率测值误差,提高FY-1C可见光、近红外通道遥感资料定量应用的精度。     

甘肃省文县地质灾害特征及防治对策

根据实地调查资料,首先分析论述了文县的地质灾害特征;其次论证了滑坡、泥石流的成因;最后依据地质灾害特征,结合文县的实际情况,提出了治理规划和防治措施.     

Influence of a coarse interlayer on seawater intrusion and contaminant migration in coastal aquifers

Vertical 2D slice laboratory experiments were carried out in homogenous and layered sand tanks to elucidate the effects of a highly permeable (coarse‐grained sand) interlayer on seawater intrusion and transport of contaminants to a coastal sea. Tidal fluctuations produced oscillations in the seawater–freshwater transition zone, fluctuations of the contaminant infiltration rate and a zigzag contaminant plume outline. The seawater wedge became discontinuous at the (vertical) edges of the interlayer because of increased lateral movement of the seawater–freshwater interface within the interlayer. The contaminant plume formed a tail within the interlayer depending on the tidal stage, and similar to the wedge, its movement was accentuated. A simple analytical model that neglected vertical flow reliably predicted steady‐state seawater intrusion into the coastal aquifer. Numerical modeling was used to gain insight into the groundwater hydrodynamics and contaminant migration. The numerical results confirmed the experimental findings, i.e. that a highly permeable interlayer can provide a rapid transit path for contaminants to reach the seaward boundary and that the interlayer amplifies the effects of tidal fluctuations, resulting in wider transition zones for the seawater wedge and contaminant plume. Numerical simulations further showed that, with increasing interlayer hydraulic conductivity, the maximum seawater intrusion distance inside the interlayer increases approximately linearly. For the fixed‐head contaminant injection condition used, the model showed that contaminant infiltration increases approximately logarithmically with increasing interlayer hydraulic conductivity (other factors held fixed). Copyright © 2013 John Wiley & Sons, Ltd.     

Autogenic avulsion,channelization and backfilling dynamics of debris‐flow fans

Alluvial fans develop their semi‐conical shape by quasi‐cyclic avulsions of their geomorphologically active sector from a fixed fan apex. On debris‐flow fans, these quasi‐cyclic avulsions are poorly understood, partly because physical scale experiments on the formation of fans have been limited largely to turbidite and fluvial fans and deltas. In this study, debris‐flow fans were experimentally created under constant extrinsic forcing, and autogenic sequences of backfilling, avulsion and channelization were observed. Backfilling, avulsion and channelization were gradual processes that required multiple successive debris‐flow events. Debris flows avulsed along preferential flow paths given by the balance between steepest descent and flow inertia. In the channelization phase, debris flows became progressively longer and narrower because momentum increasingly focused on the flow front as flow narrowed, resulting in longer run‐out and deeper channels. Backfilling commenced when debris flows reached their maximum possible length and channel depth, as defined by channel slope and debris‐flow volume and composition, after which they progressively shortened and widened until the entire channel was filled and avulsion was initiated. The terminus of deposition moved upstream because the frontal lobe deposits of previous debris flows created a low‐gradient zone forcing deposition. Consequently, the next debris flow was shorter which led to more in‐channel sedimentation, causing more overbank flow in the next debris flow and resulting in reduced momentum to the flow front and shorter runout. This topographic feedback is similar to the interaction between flow and mouth bars forcing backfilling and transitions from channelized to sheet flow in turbidite and fluvial fans and deltas. Debris‐flow avulsion cycles are governed by the same large‐scale topographic compensation that drives avulsion cycles on fluvial and turbidite fans, although the detailed processes are unique to debris‐flow fans. This novel result provides a basis for modelling of debris‐flow fans with applications in hazards and stratigraphy.